20120804 Ver 1_More Info Received_20121002

10’-0"10’-0"
L
(CLEAR)
20’-0"
CUT (TYP)
(MIN)
2’-6"

EMBEDMENT (TYP)
1’-0" MIN
C
L
E
A
R
7
’
-
0
"
5’-6"5’-6"
(VARIES)
TOP OF ROCK
PRECAST CULVERT SECTION A - A
*EL (VARIES - 630.7 TO 630.5)
BOTTOM OF FOOTING
*EL (VARIES - 631.2 TO 633.5)
BOTTOM OF FOOTING
EXISTING GROUND LINE
EL 634.7–
TOP OF FTG
REINFORCED CONCRETE CULVERT
C THREE-SIDED PRECAST
ROADWAY FILL, TYP)
(MIN OF 3" ABOVE
CAST-IN-PLACE HEADWALL
WEST SIDE (END BENT 1)
CAST-IN-PLACE FOOTING
EAST SIDE (END BENT 2)
CAST-IN-PLACE FOOTING
EXIST BOULDERS
EXIST CHANNEL
(03/13/12)
NWSE 635.8’
1
’
-
6
"
* SEE FOUNDATION RECOMMENDATIONS.
EMBED 6" TYP EACH SIDE)
RIP RAP, CLASS II (2’ DEPTH,
(Version 1.2; Released July 2012)
17BP.7.R.9 County(ies):Guilford Page 1 of 1
Project Type:Date:
Phone:Phone:
Email:Email:
County(ies):
CAMA County?
Design/Future:Existing:
Nutrient Sensitive Waters (NSW)
Primary:
Reed Fork Creek
[e-mail]
Jordan Lake
NCDWQ Stream Index No.:
NCDWQ Surface Water Classification for Primary Receiving Water Supplemental:
Cape Fear
N/A
[e-mail]
Greensboro, NC 27415-4996
General Project Information
Address:
9/28/2012
2 @ 10' wide lanes with typical 3' wide unpaved shoulders and side slopes that vary
from 2:1 to 3:1 and lateral ditches with 3:1 front slopes and 2:1 back slopes.
2 @ 10' wide lanes with typical 3' wide unpaved shoulders and side slopes that vary
from 2:1 to 3:1 and lateral ditches with 3:1 front slopes and 2:1 back slopes.
Bridge Replacement
Project/TIP No.:
NCDOT Contact:
Project No.:17BP.7.R.9
Contractor / Designer:
Replacement of Bridge #400187 over Reedy Fork Creek Tributary on SR 2717 (Tickle Road) in Guilford County. The bridge will be replaced with one 20' x 7' bottomless
conspan arch culvert. The lateral ditches are being improved since the current ditches are eroded and do not accomodate the existing runoff. The improved lateral ditches will
have 3:1 front slopes and 2:1 back slopes. The bridge replacement is a low impact bridge replacement and there is minimual increase in imprevious (approximately 120 SF)
which will not impact the dimensions of the ditch.
3001 Weston Parkway
1584 Yanceyville Street Cary, NC 27513
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR LINEAR ROADWAY PROJECTS
Tim Powers, P.E.
No
ac.
General Project Narrative:
Typical Cross Section Description:
References
310
0.13
Average Daily Traffic (veh/hr/day):
ac.
Other Stream Classification:
Kimley-Horn and Associates, Inc.
City/Town:
[phone]
NCDOT Address:
Washington
[phone]
Guilford
530
0.13
303(d) Impairments:
River Basin(s):
Primary Receiving Water:
Water Supply V (WS-V)
Buffer Rules in Effect
Project Description
Project Built-Upon Area (ac.)
Proposed Project Existing Site
Project Length (lin. Miles or feet):Surrounding Land Use:Agricultural (60%) Forested (40%)0.078 miles
None